CN101799288B - Geological conimeter and geological conimeter compass - Google Patents
Geological conimeter and geological conimeter compass Download PDFInfo
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- CN101799288B CN101799288B CN2010101500798A CN201010150079A CN101799288B CN 101799288 B CN101799288 B CN 101799288B CN 2010101500798 A CN2010101500798 A CN 2010101500798A CN 201010150079 A CN201010150079 A CN 201010150079A CN 101799288 B CN101799288 B CN 101799288B
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- rod member
- type rod
- rectangular parallelepiped
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- geology
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Abstract
The invention relates to an exquisite geological clinometer which can find out a true dip angle of a rock stratum and rapidly and accurately measure the true dip angle of the rock stratum and a compass for the geological clinometer. The invention mainly aims to find out the true dip angle of the rock stratum and accurately measure the dip angle of the rock stratum. The exquisite geological clinometer comprises a semicircular ring with scales, a cuboid base, a heavy hammer and an H-shaped rod. The semicircular ring slides in an arc groove at the top of the H-shaped rod and forms kinematic pair with the H-shaped rod. The bottom of the H-shaped rod is connected to the cuboid base to form revolving pair. The top of the H-shaped rod has a pointer for indicating the angle. The heavy hammer is hung on a middle cross bar of the H-shaped rod. The true dip line and measuring angle of the rock stratum can be found by observing the change of the heavy hammer. The H-shaped rod is fixed on a hanging cone of a tiltometer of the geological compass which is removed of a long bubble tube to form the compass for the geological clinometer.
Description
Technical field
The present invention relates to the relatively measurement of the angle of the body surface of geostationary and surface level and the measurement of hillside slope angle such as rock stratum, fault surface.
Background technology
At present, the used geologic compass (DQY-1 type geologic compass) of geologist mainly relies on the adjusting plate level when measuring the inclination angle or the angle of gradient, makes bubble reading then between two parties.Its shortcoming is, because manual adjustments, bubble is difficult for placed in the middle, and is difficult to guarantee that bubble is strict placed in the middle, and promptly reading error is bigger.Afterwards, the improvement of geologic compass measurement of dip angle mainly designs one and forms the glass annulus by glass tube two ends butt joints, fill transparency liquid ether and the bubble that diameter is 4mm in the glass annulus with, at the outside of glass annulus calibrate, when measuring the inclination angle or the angle of gradient, utilize the buoyancy of ether, make the tangent reading that gets final product of bubble and scale mark bubble.The improved shortcoming of geologic compass measurement of dip angle is, it is higher that the butt joint of glass tube two ends forms the required cost of glass annulus technology, and bubble and the tangent people's in practice of scale mark vision is difficult to accurately to differentiate it which point is tangential on the annulus on earth, can only determine it is the meter full scale that bubble covers, as for which point is that the bubble point tangent with it just is difficult to judge in this scope, increased reading error.And need look up just for the people that places such as field with a varied topography and mine, tunnel occur can observed zone, utilizes existing compass, reading and and observe all difficulties of bubble the data in compass when we measure.And existing compass can't determine the main dip of rock stratum by compass, needs the geologist to judge by experience, increased the error that main dip is measured.
Summary of the invention
Can not find the deficiency of main dip of rock stratum and bubble is difficult for placed in the middle and the very difficult problem placed in the middle of bubble by compass in order to overcome existing geologic compass (DQY-1 type geologic compass), and the bubble in the improvement of geologic compass measurement of dip angle and glass annulus can not find the problem of points of tangency when tangent exactly.Simultaneously can touch not only (as the slope slightly higher) but problem and the existing compass angle measurement partial component complex manufacturing and the high problem of cost of reading but also the measurement in the zone of difficulty than people's height for the hand that solves the people.The invention provides a kind of geology clinometer rule, this invention can not only help to find the true dip line, and invents the easier realization of required production technology, and measuring accuracy is higher.
The technical solution adopted for the present invention to solve the technical problems is: by the existing processing technology that can realize, obtaining architectural feature is: a pedestal of a rectangular parallelepiped (material can be selected iron and steel or the big resin of hardness for use) and a semicircular ring (identical with the material of rectangular parallelepiped pedestal) that has scale, the semicircular ring that has scale is vertical with this plane, rectangular parallelepiped pedestal rectangular surfaces place, and the casting of itself and rectangular parallelepiped pedestal together, and it overlaps with the major axis at the rectangular susceptor body of mistake center with the intersection of rectangular parallelepiped pedestal.Other has the rod member of " H " type, lower end that should " H " type rod member and rectangular parallelepiped pedestal rectangular surfaces are given the minor axis at long side's susceptor body rectangular surfaces center mutually, and and the rectangular parallelepiped pedestal constitutes revolute pair, that cross bar center of the centre of " H " type rod member has circular hole, can hang weight, cross bar upper surface topmost has groove, the semicircular ring that has scale is nested in the groove, constitute kinematic pair with " H " type rod member, " H " type rod member can rotate around doing 180 degree with the lower pair of rectangular parallelepiped pedestal formation.Have pointer on the cross bar topmost, pointer is in cross bar upper surface center, and is tangent with the semicircular ring of band scale, can indicate reading.The meter full scale of the semicircular ring of band scale is 90 degree---0 degree---, and 90 degree, scale minimum value are 1 degree.
Rod member of " H " type and rectangular parallelepiped hard seat constitute the technical scheme of revolute pair:
Scheme one: two identical, as can to constitute revolute pair with the rod member of " H " type of back semi-circular bracket are arranged on the rectangular parallelepiped pedestal rectangular planes.
Scheme two: two triangular supports are arranged on the rectangular parallelepiped pedestal rectangular planes, one when producing just and pedestal be fixed together, and there is a round bar at the center on this support, another can be pulled down, and fixes by screw and pedestal.
With among the present invention " H " the type rod member combines with DQY-1 type geologic compass, constitutes a geology clinometer rule box compass.Plate level in the DQY-1 type geologic compass plate level is replaced with " H " type rod member among the present invention, a stock of " H " type rod member is fixed on the outstanding awl of clinometer, make two planes that stock constituted vertical, and the stock trend is moved towards along the compass dial radius with plane, compass dial place.The side that " H " type rod member is close to compass dial is changed to by the centre in the position of the pointer on " H " type rod member.The groove of " H " type rod member upper end and the cross bar of upper end can not have, and weight still hangs on the circular hole at center of cross bar of centre of " H " type rod member.Other structures of DQY-1 type geologic compass are constant, rotate with can make it from behind the same with long level tube of " H " type rod member after the compass combination.
Use this instrument can find the principles of science of the main dip institute foundation of rock stratum:
Rectangular parallelepiped base bottom surface tiling of the present invention is attached to the rock stratum face and is, be similar to and think that the rock stratum face is the plane, then rectangular parallelepiped pedestal rectangular bottom surface plane, place this moment is parallel with the rock stratum face, because the plane, semicircular ring place of band scale is vertical with plane, rectangular parallelepiped base bottom surface place in the time of the present invention's design, so plane, semicircular ring place is vertical with the rock stratum face.
When the intersection of semicircular ring and rectangular parallelepiped pedestal rectangle upper surface when moving towards out of plumb, suppose weight under the circular hole of " H " type bar [0012] part middle transverse rod, promptly itself and semicircular ring are on a plane;
Because weight vertical under the effect of gravity is downward, the straight line at the line place that then links to each other with weight is vertical with surface level;
Again because mistake is vertical with surface level perpendicular to the plane of the straight line of surface level;
So the plane at semicircular ring place is vertical with surface level;
And semicircular ring is perpendicular to the rock stratum face, so annulus is simultaneously perpendicular to surface level and rock stratum face;
Simultaneously must be perpendicular to the intersection on two planes perpendicular to two planes of intersecting the plane.
So the intersection of vertical semicircular ring and rock stratum face perpendicular to trend, also can be moved towards in plane, semicircular ring place, with the intersection of semicircular ring and rock stratum face during topic is established with move towards out of plumb and contradict.So supposing is false.So when the orientation, semicircular ring place of band scale when not being the orientation of main dip, the inevitable and semicircular ring of weight is or not a plane, just can not enters the space between " H " type rod member two stocks smoothly or enter but not under the middle transverse rod circular hole.
The invention has the beneficial effects as follows, in the geological work formation dip, the hillside angle of gradient are carried out quick and accurate measurement in the open air.Can determine the true dip line by the present invention, reduce the definite by rule of thumb error that is produced of geologist.Can solve people's eyes and observe the measurement in the zone of difficulty.The easier realization of production technology.The existing geologic compass of measuring accuracy is higher.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is the designed semicircular ring planimetric map of the present invention, and the planimetric map internal digital is that the amplification of semicircular ring surface number shows.
Fig. 2 is a geology clinometer rule front schematic view.
Fig. 3 is the semi-circular bracket side enlarged diagram on the rectangular parallelepiped pedestal.
Fig. 4 is the front elevation of " H " type rod member.
Fig. 5 is the side view of " H " type rod member.
Fig. 6 is " H " type rod member longitudinal sectional view of cross bar topmost.
Fig. 7 is " H " type rod member measuring method synoptic diagram.
Fig. 8 is the three-view diagram with the fixing triangular supports structure of rectangular parallelepiped pedestal.
Fig. 9 is the front and the vertical view of another triangular supports.
1. weights among the figure, 2. " H " type rod member, 3. be with the semicircular ring of scale, 4. the revolute pair formed of rectangular parallelepiped pedestal and " H " type rod member, 5. rectangular parallelepiped pedestal, the 6. pointer on the cross bar, the 7. groove on cross bar surface, 8. the circular hole of middle transverse rod, the 9. circular hole of the semi-circular bracket on the rectangular parallelepiped pedestal.Can with the circular hole on the fixing A-frame of rectangular parallelepiped pedestal.
Embodiment
In Fig. 1, can know the general shape of semicircular ring and the variation range of top scale.
In Fig. 2,, can understand the mutual syntagmatic between each building block of the present invention by with one-piece construction view synoptic diagram of the present invention.
In Fig. 3, semi-circular bracket and rectangular parallelepiped pedestal are one, and the circular hole on it can overlap with the circular hole of " H " type rod member, uses a stopper like this, and " H " type rod member and rectangular parallelepiped pedestal have just constituted revolute pair.Distance between the distance of the sky between two supports of this on the rectangular parallelepiped pedestal and two stock outer rims of " H " type rod member is identical or more bigger than it, and " H " type rod member can be added between two semi-circular bracket like this, and four circular holes are overlapped.
In Fig. 4 and Fig. 5, mainly showed the structure of " H " type rod member, mainly in order to show that itself and rectangular parallelepiped pedestal constitute revolute pair, this belongs to existing mature technology to circular hole wherein, does not elaborate.
In Fig. 6, mainly be that its semicircular ring with the band scale of explanation constitutes kinematic pair, groove mainly is in order to limit the direction of motion of " H " type rod member, for the semicircular ring with the band scale adapts to, so bottom portion of groove is an arc.
In Fig. 8, round bar can insert two circular holes of " H " type rod member bottom, makes the formation revolute pair.
In Fig. 9, can do screw thread on the rectangular parallelepiped pedestal so that this movable A-frame can be fixed by the circular hole and the rectangular parallelepiped pedestal on both sides.This A-frame is in order to prevent that " H " type rod member from skidding off from the round bar of another A-frame.
The measuring method of inclination angle or slope angle is: at first the rectangular parallelepiped pedestal is attached on the rock stratum that will record, then " H " type rod member is forwarded to and approximately perpendicular position, rock stratum, observe weight then, " H " type of rotation rod member, make weight and " H " type rod member on a plane, if what weight can not enter smoothly that space explanation between " H " type rod member two vertical stocks measures is not main dip, regulate the orientation of rectangular parallelepiped pedestal, make weight under the circular hole of middle transverse rod, then pointer indication scale is the angle that will measure.Just can require weight under the circular hole of middle transverse rod for the measurement of apparent dip, (available eyes are faced semicircular ring as long as the plane that allows itself and " H " type rod member be constituted is vertical with plane, semicircular ring place, regulate then is that weight line and " H " type rod member do not have angle), pointer indication scale is exactly the angle that will measure.Also can with hand with weight put into the middle transverse rod circular hole under, unclamp hand, observe it and whether in plane, " H " type rod member place, slide, sliding pointer indication scale is not exactly the angle that will measure.For the difficult place of visual observation scale, after the operator can carry out all work, pinch the especially pointer on it of " H " type rod member with hand, take reading at the moment then.Pillar in the space can its cylinder and the rectangular parallelepiped pedestal tangent, regulate " H " type rod member, make " H " type rod member vertical, then its indication scale ground complementary angle is exactly pillar and vertical direction ground angle.
In order to reduce the quantity of the article that the geologist carries in the open air, the present invention is combined with DQY-1 type geologic compass, constitute a device.During measurement, scale finds in the Figure of description with the scale on the compass, utilization measuring principle
The angle.
Claims (9)
1. geology clinometer rule, comprise the semicircular ring of being with scale, the rectangular parallelepiped pedestal, weight and " H " type rod member, it is characterized in that: the semicircular ring of band scale is an one and vertical mutually with the rectangular parallelepiped pedestal, " H " type rod member that has hung weight on the circular hole at the semicircular ring of band scale and the center of middle transverse rod constitutes kinematic pair, the rectangular parallelepiped pedestal also with the circular hole at the center of middle transverse rod on hung weight " H " type rod member constitute revolute pair, and " H " type rod member that has hung weight on the circular hole at the center of middle transverse rod also is provided with cross bar topmost, and " H " type rod member has the pointer with the effect of indication reading on the cross bar topmost.
2. geology clinometer rule box compass, it is characterized in that: the long level tube of DQY-1 type geologic compass is replaced with " H " type rod member, " H " type rod member that has hung weight on the circular hole of a stock with the center of middle transverse rod by " H " type rod member is fixed on the outstanding awl of DQY-1 type geologic compass clinometer, the stock trend is along compass dial radius trend, and two planes that stock constituted of " H " type rod member are vertical with plane, compass dial place.
3. method of using the described geology clinometer rule of claim 1, it is characterized in that: elder generation is attached to the bottom surface of the rectangular parallelepiped pedestal of geology clinometer rule on the face of rock stratum, then " H " type rod member is forwarded to and approximately perpendicular position, rock stratum, observe weight then, rotate " H " type rod member around point of fixity then, make weight and " H " type rod member on a plane, if weight can enter the space between two stocks of " H " type rod member smoothly, and stop at last " H " type rod member middle transverse rod circular hole under, then this moment " H " type rod member pointer indication scale be main dip; Otherwise the bottom surface at the rectangular parallelepiped pedestal that guarantees the geology clinometer rule is attached under the prerequisite of rock stratum face, regulate the orientation of geology clinometer rule rectangular parallelepiped pedestal, the semicircular ring indication orientation of geology clinometer rule is changed, until rotating " H " type rod member around point of fixity, weight can enter the space between two stocks of " H " type rod member smoothly, and stop at last " H " type rod member middle transverse rod circular hole under till, be the main dip value with the tangent pointer indication scale of the semicircular ring of band scale on the upper surface center of the top cross bar of " H " type rod member at this moment with indication reading effect.
4. according to the described geology clinometer rule of claim 1, it is characterized in that: the cross bar upper surface of the top of " H " type rod member has groove, and the semicircular ring that has scale is nested in the groove, constitutes kinematic pair with " H " type rod member.
5. according to the described geology clinometer rule of claim 1, it is characterized in that: meter full scale is that the plane at place, semicircular ring surface of band scales of 90 degree---0 degree---, 90 degree is vertical with rectangular parallelepiped pedestal rectangular surfaces.
6. according to the described geology clinometer rule of claim 1, it is characterized in that: " H " type rod member is by the semi-circular bracket and rectangular parallelepiped pedestal formation revolute pairs of two band circular holes on the rectangular parallelepiped pedestal rectangular planes, and semi-circular bracket and rectangular parallelepiped pedestal are one.
7. according to the described geology clinometer rule of claim 1, it is characterized in that: " H " type rod member by a band round bar on the rectangular parallelepiped pedestal rectangular planes with the rectangular parallelepiped pedestal be triangular supports and the rectangular parallelepiped pedestal formation revolute pair of one, and a triangular supports that prevents the landing of " H " type rod member is arranged on the rectangular parallelepiped pedestal rectangular planes.
8. according to the described geology clinometer rule of claim 1, it is characterized in that: have the pointer with indication reading effect tangent on the upper surface center of the top cross bar of " H " type rod member with the semicircular ring of band scale.
9. according to the described geology clinometer rule of claim 2 box compass, it is characterized in that: the side that " H " type rod member upper end is adjacent to compass dial has pointer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101500798A CN101799288B (en) | 2010-04-19 | 2010-04-19 | Geological conimeter and geological conimeter compass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101500798A CN101799288B (en) | 2010-04-19 | 2010-04-19 | Geological conimeter and geological conimeter compass |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101799288A CN101799288A (en) | 2010-08-11 |
| CN101799288B true CN101799288B (en) | 2011-09-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010101500798A Expired - Fee Related CN101799288B (en) | 2010-04-19 | 2010-04-19 | Geological conimeter and geological conimeter compass |
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| Country | Link |
|---|---|
| CN (1) | CN101799288B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102607508B (en) * | 2012-03-08 | 2013-12-18 | 中国地质大学（武汉） | Geological measuring line with readable angle of pitch |
| CN103743377B (en) * | 2013-12-19 | 2016-06-29 | 中建四局第六建筑工程有限公司 | angle detector |
| CN105241361B (en) * | 2015-11-02 | 2017-10-17 | 河南理工大学 | Core axle clamp angle Simple measurement device |
| CN106931955B (en) * | 2017-05-07 | 2020-07-14 | 华北理工大学 | Theodolite compass for geological work |
| CN111664775B (en) * | 2020-07-06 | 2024-05-31 | 无锡市水务集团有限公司 | Device for measuring inclination angle of tangent line of pipe wall of large-caliber pipeline |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB634473A (en) * | 1947-09-01 | 1950-03-22 | Westland Aircraft Ltd | Improvements in or relating to clinometers |
| BE1003964A4 (en) * | 1990-04-13 | 1992-07-28 | Dynabat | Process and device for checking the positioning in the ground of structuralcolumns of a building |
| CN2515654Y (en) * | 2001-12-13 | 2002-10-09 | 王全生 | Clinometer for measuring inclination |
| CN2599521Y (en) * | 2003-01-08 | 2004-01-14 | 顺德市顺达电脑厂有限公司 | Elevation angle measuring device |
| CN2741000Y (en) * | 2004-11-04 | 2005-11-16 | 唐招果 | Horizontal measuring device of arbitrary angle |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10266694A (en) * | 1997-03-26 | 1998-10-06 | Okamura Corp | Panel inclination detecting device in motor-driven partition device |
-
2010
- 2010-04-19 CN CN2010101500798A patent/CN101799288B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB634473A (en) * | 1947-09-01 | 1950-03-22 | Westland Aircraft Ltd | Improvements in or relating to clinometers |
| BE1003964A4 (en) * | 1990-04-13 | 1992-07-28 | Dynabat | Process and device for checking the positioning in the ground of structuralcolumns of a building |
| CN2515654Y (en) * | 2001-12-13 | 2002-10-09 | 王全生 | Clinometer for measuring inclination |
| CN2599521Y (en) * | 2003-01-08 | 2004-01-14 | 顺德市顺达电脑厂有限公司 | Elevation angle measuring device |
| CN2741000Y (en) * | 2004-11-04 | 2005-11-16 | 唐招果 | Horizontal measuring device of arbitrary angle |
Non-Patent Citations (1)
| Title |
|---|
| JP特开平10-266694A 1998.10.06 |
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| CN101799288A (en) | 2010-08-11 |
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Granted publication date: 20110914 Termination date: 20130419 |